Static creep of modified superpave asphalt concrete mixtures using crumb tire rubber, microcrystalline synthetic wax, and nano-silica-Reference-Cited by-同舟云学术

Static creep of modified superpave asphalt concrete mixtures using crumb tire rubber, microcrystalline synthetic wax, and nano-silica

Published:2019-07-29 Issue:6 Volume:22 Page:794-805
ISSN:1029-8436
Container-title:International Journal of Pavement Engineering
language:en
Short-container-title:International Journal of Pavement Engineering

Author:

Al-Omari Aslam Ali¹,Khasawneh Mohammad Ali¹,Al-Rousan Taleb Mustafa²,Al-Theeb Saja Faris¹

Affiliation:

1. Civil Engineering Department, Jordan University of Science and Technology, Irbid, Jordan

2. Civil Engineering Department, Hashemite University, Zarqa, Jordan

Funder

Jordan University of Science and Technology

Publisher

Informa UK Limited

Subject

Mechanics of Materials,Civil and Structural Engineering

Link

https://www.tandfonline.com/doi/pdf/10.1080/10298436.2019.1646913

Reference68 articles.

1. AASHTO, 2002a. Specific gravity and absorption of fine aggregate. T 84/84, Washington, DC. n.d.

2. AASHTO, 2002b. Standard method of test for determining the percentage of fracture in coarse aggregate. TP 61, Washington, DC. n.d.

3. AASHTO, 2002c. Standard method of test for resistance to degradation of small-size coarse aggregate by abrasion and impact in the Los Angeles machine. T 96, Washington, DC. n.d.

4. AASHTO, 2008. Standard method of test for plastic fines in graded aggregates and soils by use of the sand equivalent test. T 176, Washington, DC. n.d.

5. AASHTO, 2011a. Standardmethodoftestforuncompactedvoidcontent of fine aggregate. T 304, Washington, DC. n.d.

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